高达530米的天津周大福金融中心享有“北方之钻”的美誉，是天津滨海新区的核心标志。截至2019年4月，项目在“已建成及已封顶超高层建筑类别”位列中国长江以北高楼、全中国第四高楼及优选第八高楼。本书全面介绍项目团队匠心营造钻石品质超高层建筑的综合施工技术。本书由六篇组成，第一篇璀璨之钻，介绍工程概况；第二篇精选之钻，总结施工方案优选与深化设计；第三篇智慧之钻，精粹超高层智慧建造关键技术；第四篇创新之钻，详解各专项建造的创新施工技术；第五篇纯净之钻，提炼绿色关键施工技术；第六篇服务之钻，共享超高层施工总承包管理的心得体会。

邓明胜，1963年生，天津周大福金融中心项目总工程师，教授级高级工程师，英国皇家特许建造师，现任中建八局科技系统分管领导，享受国务院特殊津贴，国家科技部科技专家库专家，国家科技进步奖评审专家、住房城乡建设部绿色施工专家委员会委员、中国专利审查技术专家，中国建筑业协会国家级工法评审专家。兼任中国BlM认证联盟技术委员会委员、中国建筑学会数字建造学术委员会理事、中国建筑学会高层人居环境学术委员会副主任委员、上海市绿色建筑协会副会长、上海市安装行业协会副会长等职务。

Part Ⅰ Shining Diamond: An Overview of the Tianjin CTF Project
Chapter 1 Building Overview
1.1 Building Appearance
1.2 Commercial Podium
Chapter 2 Project Overview
2.1 Overview of Architectural Design
2.2 Overview of Structural Design
2.3 Overview of the Mechanical and Electrical Design
2.4 Overview of the Curtain Wall Design
2.5 Analysis on Key and Difficult Points in the Project
Part Ⅱ Selected Diamond: Selection and Detailed Design of Construction Schemes
Chapter 3 Selection of Construction Schemes for the Ground Foundation
3.1 Earth Excavation Scheme for an Ultra-deep Foundation Pit
3.2 Enclosure Seepage Detection Scheme for Ultra-deep Foundation Pits
3.3 Concreting Scheme for Ultra-thick Foundation Bottom Slabs
Chapter 4 Selection of Construction Schemes for the Main Structure of the Tower
4.1 Construction of a Protective Frame System for Core Walls
4.2 Construction Scheme for Tubular Steel Concrete Columns
4.3 Construction Scheme for Ultra-high and Ultra-large Irregular Stiffened Column for an ExternalFrame
4.4 Steel Skylight Installation Scheme
4.5 Installation Scheme for Steel Structure Trusses of an Ultra High-rise Building
4.6 Installation Scheme for Crown Steel Structure
Chapter 5 Vertical Transportation Scheme Selection
5.1 Tower Crane Arrangement Scheme
5.2 Construction Elevator Arrangement Scheme
Chapter 6 Highly-adaptive Integrated Lifting Platform Design
6.1 Support System Design
6.2 Detailed Design of Platform and Attachment System
Chapter 7 Detailed Design of the Steel Structure
7.1 Nodes, Key, and Difficult Points in the Detailed Design of a Steel Structure
7.2 Detailed Design of the Steel Structure
7.3 Collaboration of Parties in Detailed Design of Steel Structure
Chapter 8 Detailed Design of Mechanical and Electrical Work
8.1 Key and Difficult Points and the General Idea for the Detailed Design of Mechanical andElectrical Works
8.2 Technical Implementation of Detailed Design for Mechanical and Electrical Works
8.3 Collaboration in Detailed Design of Mechanical and Electrical Works
Part Ⅲ Intelligent Diamond: Intelligent Construction Technology for an Ultra High-rise Building
Chapter 9 Intelligent Construction Technology for the Main Structure
9.1 BIM-based Scheme Preparation
9.2 BIM-based 4D Schedule Simulation Technology
9.3 Technology of Reservation & Embedding and Direct Burial of Sleeves
Chapter 10 Intelligent Construction Technology for a Steel Structure
10.1 Multiple Software Collaborative and Delicate Modeling and Fabrication Technology of aComplex Steel Structure
10.2 BIM-based Intelligent Acceptance Technology of a Complex Steel Structure
10.3 BIM-based Virtual Pre-assembly Technology of a Steel Structure
Chapter 11 Intelligent Mechanical and Electrical Installation Technology
11.1 BIM-based Mechanical and Electrical Installation Technology
11.2 Coordination Management Technology of Interfaced Processes
Chapter 12 Intelligent Construction Technology of Curtain Wall Works
12.1 Parametric Modeling of Curtain Wall
12.2 Optimization of Unit Blocks in a Curtain Wall
12.3 High-accuracy Fabrication Technology of Spatially Curved Units
12.4 Reverse Construction Technology of Curtain Wall Based on Three-dimensional Laser Scanning
Chapter 13 Application of Cloud Platform and Mobile Connection Technology
13.1 Scheduled Task Management System
13.2 Application of Logistics and Material Tracking Technology
13.3 Quality Safety and Data Management
Chapter 14 Analysis and Monitoring of the Structural Deformation of the Tower
14.1 Measurement and Analysis of Variations in Vertical Deformation of the Structure
14.2 Calculations for Simulation and Prediction of Variations in Vertical Deformation of t